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Given: The following information is given about an eight-story classroom building at Cal State Fullerton: • Building Material - Structural steel • - Lateral Force Resisting System – Special moment-resisting frame • Story Height - 10 ft (typical) • Effective Seismic Weight of each story - 500 kips (typical) • Soil Class C Required: 1) Mapped risk-targeted maximum considered earthquake (MCER) spectral response acceleration parameters Ss and Si 2) Site coefficients Fa and Fv 3) MCER spectral response acceleration parameters SMS and SM1 4) Design spectral response acceleration parameters SDS and SD1 5) Transitional periods of design spectrum, To, Ts and TL 6) Design response spectrum (MATLAB plot is recommended) (plot to be done to scale and complete including response spectral curve for each of the four period ranges) 7) Approximate fundamental period of the building Ta (optional) 8) Seismic base shear V of the building (optional)

Given: The following information is given about an eight-story classroom building at Cal State Fullerton: • Building Material - Structural steel • - Lateral Force Resisting System – Special moment-resisting frame • Story Height - 10 ft (typical) • Effective Seismic Weight of each story - 500 kips (typical) • Soil Class C Required: 1) Mapped risk-targeted maximum considered earthquake (MCER) spectral response acceleration parameters Ss and Si 2) Site coefficients Fa and Fv 3) MCER spectral response acceleration parameters SMS and SM1 4) Design spectral response acceleration parameters SDS and SD1 5) Transitional periods of design spectrum, To, Ts and TL 6) Design response spectrum (MATLAB plot is recommended) (plot to be done to scale and complete including response spectral curve for each of the four period ranges) 7) Approximate fundamental period of the building Ta (optional) 8) Seismic base shear V of the building (optional)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer the questions in the picture provided, make sure you provide all of your work and explain each step. Use ASCE 7-16 as a reference to guide you to solve this problem.

Given: The following information is given about an eight-story classroom building at Cal State Fullerton: • Building Material - Structural steel • - Lateral Force Resisting System – Special moment-resisting frame • Story Height - 10 ft (typical) • Effective Seismic Weight of each story - 500 kips (typical) • Soil Class C Required: 1) Mapped risk-targeted maximum considered earthquake (MCER) spectral response acceleration parameters Ss and Si 2) Site coefficients Fa and Fv 3) MCER spectral response acceleration parameters SMS and SM1 4) Design spectral response acceleration parameters SDS and SD1 5) Transitional periods of design spectrum, To, Ts and TL 6) Design response spectrum (MATLAB plot is recommended) (plot to be done to scale and complete including response spectral curve for each of the four period ranges) 7) Approximate fundamental period of the building Ta (optional) 8) Seismic base shear V of the building (optional)
Transcribed Image Text:Given: The following information is given about an eight-story classroom building at Cal State Fullerton: • Building Material - Structural steel • - Lateral Force Resisting System – Special moment-resisting frame • Story Height - 10 ft (typical) • Effective Seismic Weight of each story - 500 kips (typical) • Soil Class C Required: 1) Mapped risk-targeted maximum considered earthquake (MCER) spectral response acceleration parameters Ss and Si 2) Site coefficients Fa and Fv 3) MCER spectral response acceleration parameters SMS and SM1 4) Design spectral response acceleration parameters SDS and SD1 5) Transitional periods of design spectrum, To, Ts and TL 6) Design response spectrum (MATLAB plot is recommended) (plot to be done to scale and complete including response spectral curve for each of the four period ranges) 7) Approximate fundamental period of the building Ta (optional) 8) Seismic base shear V of the building (optional)
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